Their main advantages are as follows
:
Design
- Lighter and more diaphanous structures. Pieces of greater length with
fewer joints.
- Large spans. More transparent trusses and purlins with the
possibility of eliminating transversal bracing.
- More slender supports. Fewer sections, which can be reduced even more
with the use of tubular sections filled with concrete.
- Economical solution. Easily executed direct joints, shorter
construction times and easy maintenance, are the results of a correct
design and the guarantee of a competitive delivery date and price.
- Expressive capacity. Circular, square, rectangular and elliptical
sections, a range of wall thicknesses for every dimension of tubular
section, absence of sharp edges,etc. These are the elements that provide
innovating, wide ranging possibilities forarchitects and engineers.
Strength
- Compression. For the same centred compression load and under the same
conditions tubular sections allow for the use of longer elements than
possible should open sections be used. If pillars are involved, a
concrete fill permits to reduce further the amount of sections used.
- Torsion. Their stiffness is the highest of all commercial steel
sections. For this reason, their behaviour is unbeatable in the case of
lateral bulging or warpage.
- Bending. Due to the distribution of material on two axes, their
behaviour in bending in two directions, is close to that of a beam and
better than that of open sections.
- Tensile. The use of welded joints throughout their extension means
that the resistant section in the joints is used completely, unlike
bolted joints or those with gusset plates.
- Fatigue. The wide range of mechanical applications in which we can
find steel tubular sections are eloquent proof of their perfect
behaviour in these conditions.
- Fluid-dynamic. Their low opposition to the thrust of fluids allows
lighter sections to be used and makes them the perfect element in
outdoor or underwater structures, such as posts, masts, towers, cranes,
etc.
Safety
Protecting steel tubular sections by means of surface coating is easier and
more economical than open sections due to the absence of cavities and the
lower surface area to be covered.
Passive protection:
Structures made from Tubular Sections offer higher fire resistance than
open sections due to a lower surface area exposed to fire in relation to
mass(lower form factor/mass). Mixed structures based on tubular sections
filled with concrete, show excellent behaviour in the presence of fire
because of a delay due to the higher thermal inertia.
Active protection:
Filled with water, or when water flows through them due to the
thermalsiphon effect, irrigated structures provide almost unlimited fire
resistance. Maintenance of water circulation, with the replacement of any
losses that might occur due to vaporisation, ensures that the structure is
cooled in such a way that gradually the temperature stabilizes at values not
very much higher than the water status change temperature and very much
lower, therefore, than the critical temperature of steel.
In addition to:
- Introducing longer elements in structures.
- Reducing the number of joints.
- Eliminating struts.
- Stiffeners and plate brackets, to reduce weight.
- A concrete fill increases the surface area per floor.
- Their shape facilitates maintenance and represents an economic
solution.